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contributor authorA. G. Li
contributor authorL. G. Tham
contributor authorZ. Q. Yue
contributor authorC. F. Lee
contributor authorK. T. Law
date accessioned2017-05-08T21:28:20Z
date available2017-05-08T21:28:20Z
date copyrightSeptember 2005
date issued2005
identifier other%28asce%291090-0241%282005%29131%3A9%281176%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52766
description abstractResults of field monitoring of moisture content and matric suction at the crest and berm of a large cut slope in completely decomposed granite in Hong Kong are reported. Field moisture content and matric suction clearly show that the volumetric water content increases as a result of rainfall infiltration and decreases as a result of evaporation. Correspondingly, the matric suction decreases due to rainfall infiltration and increases due to evaporation. Soil–water characteristic curves at different depths at the crest and near the berm of the cut slope are determined from the field data. Unlike soil–water characteristic curves determined in the laboratory by testing small specimens, the field measured soil–water characteristic curves show negligible hysteresis. Engineering implications of the field soil–water characteristic curves are discussed.
publisherAmerican Society of Civil Engineers
titleComparison of Field and Laboratory Soil–Water Characteristic Curves
typeJournal Paper
journal volume131
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2005)131:9(1176)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 009
contenttypeFulltext


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